REV-17-2180'BUILDING
'PERMIT APPLICATION
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shares, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
AUG 2 9 7017
C)-(
s
EBC 2Q
Master Permit No. RC -3-17-618
Sub Permit No.
❑ ELECTRIC ❑ ROOFING ❑� REVISION
(PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
'JOB ADDRESS: 157. NW 103TH ST
❑ EXTENSION ❑RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores
County: Miami Dade
Zip:
Folio/Parcel#:1121360131540
Occupancy Type: RES - Load:
Is the Building Historically Designated: Yes' NO
Construction Type: Flood Zone:, BFE:
OWNER: Name (Fee Simple Titleholder): CASSA GROUP LLC
Address:18181 NE 31 CT #509
FFE:
i•
Phone#:
City: AVENTURA State: FL
Tenant/Lessee Name:
'Email:
Z;p. 33160
Phone#:
CONTRACTOR: Company Name: 904 INVESTMENTS LLC
'Address: 12095 NW 44 ST
Phone#: 7542451623
?city: SUNRISE
Qualifier Name: F. MARQUEZ
State Certification or Registration #: CGC 1510878
State: FL Zip: 33323
Phone#: 7542451623
Certificate of Competency #:
DESIGNER: Architect/Engineer:
ti
'Address: City:
:Value of Work for this Permit: $ "'
Type of Work: ❑ Addition ❑ Alteration
,Description of Work: L$L\ i s t Q4
Phone#:
Square/Linear Footage of Work:
State: Zip:
❑ New ❑ Repair/Replace
El Demolition
OF �^,Oif i A) O v24 L
< .. 4
4
7:, i+%,7 Cluj .r+..
Specify color of. color )thru tile: r
Submittal�Fee $ n ,Kermit Fee $
Scanning Fee'"$'"1' '" "`"'Rado`nrFe"e'$
Technology Fee $ Training/Education Fee $
Structural Reviews $
'(Revised02/24/2014)
CCF $
DBPR $ ..
CO/CC $
+ Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Il_
Bonding Company's Address
City 1 State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
•
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a. permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of c• mencement must be posted at the job site
for the first inspection which occurs seven (7) days after, the buildina hermit is is
inspection will not be approvecland a reinspection fee will be charged.
J
Signature
In the absence of such posted notice, the
1 Signature
OWNER . AGENT
The joyggging instru ent . s a knowledged before me this
q(y'�day apf 41 L4� i5 20 ',by
CCM LGig( � z� w is p rson Ily known to
Cas
-me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
/1 �s ,i/
RAYMOND A. DEOUARTO
s r Notary Public, State of Florida
Commisslon# FF 123597
+moi, eitpires June 2, 2018
Sign:
Print:
Seal:
•
**************************
APPROVED BY
(Revised02/24/2014)
****
*
ACTOR
The foregoing instru ent w. s acknowledged before me this
2� day of� - , 20 j __, by
/ULir_, ezwho is personally known to
me or who has produced 1 t \ . 9/20 7.2S- as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
ll o�; Pis,; ALDO TORRES
( =� ° Notary Public - State of Florida
f f
.1 ? Commission # FF 997586
******************************* K4, ''*`: �*
*COMM #lrpifestfrxr►1«,*�EiQ�*`*******
1. Ln I ''',i, Imaiwir-m
d JO
Plans Examiner
Zoning
Structural Review Clerk
Project: 904 Construction - Miami Shores
Location: Rafter 2 x 8
Multi -Span Roof Beam
[2015 International Building Code(2012 NDS)]
( 2 0.5 IN x 7.25 IN x 13.0 FT
#2 - Southern Pine - Dry Use
Section Adequate By: 4.5%
Controlling Factor: Moment
StruCalc Version 9.0.2.5 8/16/2017 8:00:17 PM
CAUTIONS
* Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center
Live Load 0.15 IN U1028
Dead Load 0.32 in
Total Load 0.47 IN L/333
Live Load Deflection Criteria: U180 Total Load Deflection Criteria: L/180
REACTIONS A
Live Load 234 Ib 234 Ib
Dead Load 483 Ib 472 Ib
Total Load 717 Ib 706 Ib
Bearing Length 0.42 in 0.42 in
BEAM DATA Center
Span Length 13 ft
Unbraced Length -Top 13 ft
Unbraced Length -Bottom 13 ft
Roof Pitch 0 :12
Roof Duration Factor 1.25
Notch Depth 0.00
MATERIAL PROPERTIES
#2 - Southem Pine
Bending Stress:
Shear Stress:
{
Modulus of Elasticity:
Comp. -- to Grain:
Base Values Adjusted
Fb = 750 psi Fb' = 1123 psi
Cd=1.25 CI=0.97 CF=1.23
Fv = 175 psi Fv' = 219 psi
Cd=1.25
E = 1600 ksi E' = 1600 ksi
Fc -1= 565 psi Fc -1' = 565 psi
Controlling Moment: 2353 ft -lb
6.37 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear: 717 Ib
At left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read Provided
25.15 in3 26.28 in3
4.91 in2 21.75 in2
51.49 in4 95.27 in4
2353 ft -Ib 2459 ft -lb
717 Ib 3172 Ib
LOADING DIAGRAM
1
13ft
ROOF LOADING Center
Roof Live Load RLL = 15 psf
Roof Dead Load RDL = 27' psf
Roof Tributary Width Side One TW1 = 1.2 ft
Roof Tributary Width Side Two TW2 = 1.2 ft• ••••
•
Wall Load WALL = • 0 plf • • • •
• • •
•
POINT LOADS - CENTER SPAN
Load Number One
Live Load 0 Ib
Dead Load 45 Ib
Location 5 ft
••••
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••• •
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•••
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•. •
• .• •
• ••
• •
•
PEAM LOADING • ;enter ; ,••••
Total Live Load • • • • 36 plf • • • •
Total Dead Load (Adjusted for Roof Pitoht • • 65 plf •
Beam Self Weight • • 5 pli •
Total Load • • 106 pe • •
•
.•
• • •
•• •
••. •
• •
••
a
•
STRUCTUr REV
APPROVED
Project: 904 Construction - Miami Shores
Location: Joist 2x8
Multi; Span Roof Beam
[2015 International Building Code(2012 NDS)]
1.5 IN x 5.5 IN x 10.0 FT
#2 - Southem Pine - Dry Use
Section Adequate By: 32.1%
Controlling Factor: Moment
DEFLECTIONS Center
Live Load 0.27 IN L/445
Dead Load 0.05 in
Total Load 0.32 IN L/372
Live Load Deflection Criteria: U180
Total Load Deflection Criteria: L/180
REACTIONS A
Live Load 200 Ib 200 Ib
Dead Load 39 Ib 39 Ib
Total Load 239 Ib 239 Ib
Bearing Length 0.28 in 0.28 in
BEAM DATA Center
Span Length 10 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 10 ft
Roof Pitch * 0 :12
Roof Duration Factor 1.25
Notch Depth 0.00
MATERIAL PROPERTIES
#2'- Southem Pine
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. -I- to Grain:
Base Values . Adjusted
Fb = 750 psi Fb' = 1 1250 psi.
Cd=1.25 CF=1.33
Fv = 175 psi Fv' = 219 psi
Cd=1.25
E = 1600 ksi E' = 1600 ksi
Fc - = 565 psi Fc - = 565 psi
Controlling Moment: 596 ft -lb
5.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear: -239 Ib
At right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:,
Shear:
R
5.73 in3
1.64 in2
10.06 in4
596 ft -lb
-239 Ib
provided
7.56 in3
8.25 in2
20.8 in4
788 ft -Ib
1203 Ib
StruCalc Version 9.0.2.5
4
8/16/2017 8:00:17 PM
page
LOADING DIAGRAM
10ft
ROOF LOADING
Roof Live Load
Roof Dead Load
Roof Tributary Width Side One
Roof Tributary Width Side Two
Wall Load
Center
RLL = 15 psf
RDL = 2 psf
TW1 = 1.3. ft
TW2 = 1.3 ft
WALL -= 0 plf
BEAM LOADING Center • •
Total Live Load • 40 plf ••••••
Total Dead Load (Adjusted for Roof Pitch)* •6 plf
Beam Self Weight . • 2 plf • • • •
Total Load • k8 plf `1. •
•
••
•••• t
• •
.•••
• •
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• •
• •
•
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NOTES
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